A06 - Drawings.pdf

E R

I N

H O

L L

O W

R A V I N E

Lower River Battery

Upper River Battery

Picnic area

Confederate Monument

Maney’s Battery

Local cemetery

Church Street

Cedar St re et

Wynn Ferry Road

Natcor Driv e

Forge RoadN at co r D ri v e

Sa n d y

Ro ad

Sa nd y Ro ad

Indian Creek Road

Church St re et

M a in

S t re e t

C e d a r

S t r eet

Church Street

Spring Street

P e tt y

S t

C e m e te ry R o a d

Donelso n

Par kw ay

D o n e ls o n

Tr a il

Donelson Trail

R iv er CircleTrail loop

Donelson Trail

To Clarksville and Nashville

DOVER

FORT DONELSON

NAT'L CEMETERY

Dover Hotel(Surrender House)

To sites of Fort Henry and Fort Heiman, Land Between the Lakes National Recreation Area, and Paris

To site of Nathan Bedford Forrest's Crossing of Lick Creek and Erin

Porter's Battery

FORT

DONELSON

( h i s t o r i c Cu m b e r l a n d Ri v e r )

L A

K E

B A R K L E Y

I N

D I

A N

C R

E E

K

FORT DONELSON NATIONAL

BATTLEFIELD

H I C K M

A N C R E E K D

Y E

R S

C R

E E

K

L I C

K C

R E

E

K

Visitor Center

KENTUCKY

TENNESSEE

TE

N

N E

S S

E E

R

IV

E R

24 65

NASHVILLE

MURRAY

HOPKINSVILLE

SPRINGFIELD

MURFREESBORO

COLUMBIA

DICKSON

LEXINGTON

PARIS

BOWLING

GREEN

DOVER

FORT DONELSON

NATIONAL

BATTLEFIELD

CLARKSVILLE

LEGEND

0.3 Kilometer0.1

0.3 Mile0.1

PAVED BOUNDARY

PAVED ROADWAY

CONFEDERATE EARTHWORKS

INTERPRETIVE TRAIL

CIVIL WAR PRESERVATION

TRUST LANDS

FORT DONELSON

NATIONAL CEMETERY

BODY OF WATER

LEGEND

A/E FIRM - P14PC00056 Mark Sheet REVISION Date Initial QUALITY DESIGN CERTIFICATION Prepared in Accordance with Design

Development (Title I)

OR

Variance from Design Development (Title I)

Approved by Superintendent on

OR

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Date

Project Manager Date

UNITED STATES

TITLE OF DRAWING

DEPARTMENT OF THE INTERIOR

LOCATION WITHIN PARK

NAME OF PARK

REGION COUNTY STATE

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHC INC.

TYSONS, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOCIATES

BALTIMORE, MD

:4 :4

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

CONSTRUCTION DRAWINGS

SOUTHEAST REGIONAL OFFICE

VISITOR CENTER

FORT DONELSON NATIONAL BATTLEFIELD

SOUTHEAST STEWERT TN

80,026

199916

DOVER

TENNESSEE

FORT DONELSON

NATIONAL BATTLEFIELD

STABILIZATION OF EXISTING

CONDITIONS

A/E ARCHITECTURE/ENGINEERING

ABA ARCHITECTURAL BARRIERS ACT

ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDITION

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

APPROX APPROXIMATELY

AW AWNING

BKHD BULKHEAD

BLDG BUILDING

BLTS BOLTS

BO BOTTOM OF

CF COLD-FORMED

CL CENTERLINE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

DH DOUBLE-HUNG

DIA/ø DIAMETER

DWGS DRAWINGS

EL/ELEV ELEVATION

EQ EQUAL

ETR EXISTING TO REMAIN

EX/EXT EXISTING

FCU FAN COIL UNIT

F FIXED

FF FINISHED FLOOR

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

HABS HISTORIC AMERICAN BUILDING SURVEY

HM HOLLOW METAL

HSR HISTORIC STRUCTURE REPORT

IBC INTERNATIONAL BUILDING CODE

IEBC INTERNATIONAL EXISTING BUILDING CODE

INT INTERIOR

LARPM LIQUID-APPLIED REINFORCED POLYMER MEMBRANE

LG LARGE/LIGHT GAUGE

MAL MATERIAL

MIN MINIMUM

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NATIONAL PARK SERVICE

OC ON CENTER

OH OPPOSITE HAND

OZ OUNCE

PART PARTIAL

PT PRESSURE-TREATED

REF REFRIGERATOR

REQ'D REQUIRED

RM ROOM

RO ROUGH OPENING

SF SQUARE FEET

SH SINGLE-HUNG

SI SQUARE INCH

SIM SIMILAR

SM SMALL

SS STAINLESS STEEL

TECH TECHNICAL

TYP TYPICAL

USPP UNITED STATES PARK POLICE

VENT VENTILATION

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

KEY TO ABBREVIATIONS (ARCHITECTURAL DRAWINGS ONLY)

CMU

PLASTER/ GWB

SURFACES

STEEL (LARGE SCALE)

STEEL (SMALL SCALE)

CONCRETE

GRAVEL / DRAIN ROCK

PLYWOOD

BLOCKING

(INTERMITTENT/ AS REQ)

END GRAIN LUMBER

(CONTINUOUS)

BATT/ ACOUSTICAL INSULATION

RIGID INSULATION

COMPACTED EARTH

BRICK

FLASHING

GLASS (ELEVATION)

KEY TO MATERIALS (ARCHITECTURAL DRAWINGS ONLY)

BRICK ELEVATION

SAND, GROUT OR

MORTAR

AGGREGATE

BACKFILL

FINISH WOOD

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ROOM IDENTIFICATION

DEMOLITION NOTE

CONSTRUCTION NOTE

REFERENCE POINT

ACCESSORY

RAILING

DETAIL/ PARTIAL

SECTION

REFERENCE

ELEVATION

REFERENCE

SECTION

REFERENCE

NEW WORK

KEY TO SYMBOLS (ARCHITECTURAL DRAWINGS ONLY)

EXISTING

WORK

5.0

3.0

X

X

X

NAME

XXX

X

A A1

A A1

SIM

A1

SIM

X

X

DEMOLITION SYMBOLS & NOTES

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

SCOPE OF

WORK APPLIES

TO THE AREA

ENCLOSED BY

THE DASHED

LINE.

SCOPE OF WORK

APPLIES TO THE

ITEM SHOWN WITH

DASHED LINES.

SEE DEMOLITION

DRAWINGS AND

NOTES FOR EXTENT.

SCOPE OF WORK

APPLIES TO THE

ENTIRE ROOM FOR

THE ITEM OF WORK

IDENTIFIED EITHER

IN THE NOTE OR

AT THE SYMBOL.

THE FOLLOWING NOTES APPLY TO ALL DEMOLITION WORK WHETHER INDICATED ON THE DEMOLITION

DRAWINGS OR REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS.

1.1 GENERAL REQUIREMENTS: THE FOLLOWING GENERAL REQUIREMENTS NOTES APPLY TO ALL

DEMOLITION WORK. THE NOTES ARE NOT SYMBOLICALLY REFERENCED ELSEWHERE IN THE DRAWINGS.

1.2 THE SCOPE OF THE ARCHITECTURAL DEMOLITION FOR THIS PROJECT, APART FROM SPECIFIED UNDER SECTION "SELECTIVE DEMOLITION," IS SHOWN IN SHEETS NUMBERED AD1.1 THROUGH AD1.6.

1.3 THE DEMOLITION AS INDICATED ON THE DRAWINGS APPLIES TO THE DEFINED SCOPE OF WORK.

THE DRAWINGS, IN GENERAL, DO NO SPECIFICALLY ADDRESS DEMOLITION THAT IS DEPENDENT ON THE CONTRACTOR'S INDIVIDUAL "MEANS AND METHODS" OF EXECUTING THE WORK. THE REQUIREMENT FOR

THIS DEMOLITION IS UNDER SPECIFICATION SECTION "SELECTIVE DEMOLTION."

1.4 THE EXTENT OF DEMOLITION SHALL BE COORDINATED WITH THE NEW AND REBUILT WORK.

1.5 "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

1.6 THE TERM "REMOVE" IS DEFINED IN THE SPECIFICATION SECTION "SELECTIVE DEMOLITION."

1.7 DURING DEMOLITION, PROVIDE TEMPORARY SUPPORT TO ADJACENT EXISTING CONSTRUCTION AND STRUCTURE TO HOLD IN PLACE WITHOUT ANY MOVEMENT UNTIL NEW SUPPORTING WORK IS IN PLACE.

5.0

5.0

5.0

NAME

XXX

GENERAL NOTES

1. THE INFORMATION INCLUDED IN THESE DRAWINGS WITH REGARDS TO

THE EXISTING BUILDING IS BASED ON PREVIOUS DOCUMENTATION PROVIDED

TO THE ARCHITECT AS WELL AS WHAT IS READILY OBSERVABLE AT THE

PROJECT SITE. DESTRUCTIVE INVESTIGATION TECHNIQUES HAVE NOT BEEN

USED TO VERIFY INFORMATION THAT IS NOT READILY OBSERVABLE.

2. ITEMS AND MATERIALS ARE NEW UNLESS NOTED AS EXISTING.

3. THERE IS NO CONTRACTOR STAGING OR STORAGE PERMITTED WITHIN

THE BUILDING.

4. CONTRACTOR IS TO MEET THE REQUIREMENTS OF ALL CODES, RULES,

AND REGULATIONS GOVERNING THIS PROJECT AS SET BY FEDERAL, STATE,

AND LOCAL CODES, BUILDING DEPARTMENT AGENCIES, AND THE OWNER.

5. CONTRACTOR IS TO MEET THE REQUIREMENTS OF THE APPLICABLE

ACCESSIBILITY GUIDELINES FOR ALL ASPECTS OF THIS PROJECT.

6. THESE DRAWINGS ARE NOT TO BE SCALED FOR ANY REASON.

7. PROVIDE BLOCKING AS INDICATED ON THE DRAWINGS OR AT ALL WALL

OR CEILING MOUNTED ACCESSORIES AS NECESSARY TO SUPPORT THE

WORK. VERIFY MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWINGS AND

MANUFACTURERS RECOMMENDATIONS FOR EACH ITEM.

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:4 :4

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

DRAWING INDEX,

ABBREVIATIONS,SYMBOLS,

MATERIALS & NOTES

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

G1A

LED

LED

BDE

08/27/2019 18

INDEX OF DRAWINGS

SHEET

SUB

SHEET TITLE OF SHEET

1 G0A COVER SHEET

2 G1A DRAWING INDEX, ABBREVIATIONS,SYMBOLS, MATERIALS &

NOTES

3 C1A GRADING, DRAINAGE & EROSION CONTROL PLAN

4 C2A SITE DETAILS

5 A1.1A BASEMENT LEVEL PLAN

6 A1.2A ENTRY/EXHIBIT LEVEL PLAN

7 A1.3A ROOF PLAN

8 A3.1A EXISTING ELEVATIONS

9 A3.2A EXISTING ELEVATIONS

10 A3.3A EXISTING ELEVATION AND SECTION

11 A6.1A DETAILS

12 S1.1A BASEMENT FLOOR/FOUNDATION PLAN

13 S4.1A SECTIONS & DETAILS

14 M0.2A SITE PLAN - MECHANICAL STABILIZATION PACKAGE

15 M1.1A BASEMENT LEVEL - MECHANICAL STABILIZATION PACKAGE

16 M1.2A ENTRY LEVEL - MECHANICAL STABILIZATION PACKAGE

17 E1.1A BASEMENT LEVEL - ELECTRICAL STABILIZATION

18 E1.2A ENTRY LEVEL - ELECTRICAL STABILIZATION

NOTE:

SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR MATERIALS,

ABBREVIATIONS AND SYMBOLS RELATING TO M.E.P. WORK

SEE CIVIL AND STRUCTURAL DRAWINGS FOR MATERIALS, ABBREVIATIONS AND

SYMBOLS RELATING TO STRUCTURAL AND CIVIL WORK

WM

558.4

558.5

558.5

INV.=555.45

INV.=555.25

INV.=555.47

INV.=555.57

INV.=554.0

C2A

C2A

C2A

C2A

C2A

559.2

558.5

C2A

C2A

08/27/19

TI

MOTHY JAMES HOGAN

STATE OF TENNESSEE

A G R I C U L T U R E

C O MM E R C E

RE

GISTERED ENGINEER

No . 00 1229 13

GENERAL NOTES

1. EXISTING CONDITIONS SURVEY IS PROVIDED BY BYRD

SURVEYING, INC. DATED JUNE 17, 2019. SEE SHEET TITLED "A

TOPOGRAPHIC SURVEY OF THE FORT DONELSON NATIONAL

PARK PROPERTY" DATED JUNE 17, 2019, REVISED ON JULY 22,

2019.

2. THE HORIZONTAL DATUM, NAD83 (2011, MA 11, PA11) EPOCH

2010, WAS DERIVED FROM GNSS RTK OBSERVATIONS MADE

WITH A TOPCON HIPER V, DUEL FREQUENCY RECEIVER,

UTILIZING THE T.D.O.T. GNSS NETWORK. THE BASE STATION FOR

THIS SURVEY IS DESIGNATED BY T.D.O.T. AS TN-35. THE

MAXIMUM HORIZONTAL RMS ACCEPTED FOR SINGLE POINT

GNSS RTK OBSERVATIONS WAS 0.04'. THE GNSS OBSERVATIONS

CONDUCTED FOR THE ESTABLISHMENT OF LOCAL CONTROL

WERE BASED ON A 180± SECOND EPOCH. THE GNSS DATA WAS

COLLECTED ON JUNE 5, 2019. THE COMBINED SCALE FACTOR

FOR THE GNSS OBSERVATIONS WAS 0.999990495.

3. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE

VERTICAL DATUM OF NAVD88, GEOID03 AND WERE DERIVED

FROM THE OBSERVATIONS DESCRIBED IN NOTE 2 ABOVE.

4. ANY STONES LARGER THAN 3" MEASURED IN ANY DIRECTION

SHALL BE REMOVED FROM EXCAVATED STOCKPILE MATERIAL

AND NOT TO BE USED AS BACKFILL MATERIAL. CONTRACTOR

SHALL PROVIDE SUITABLE REPLACEMENT FILL MATERIALS AT

NO ADDITIONAL COST TO GOVERNMENT.

5. CONTRACTOR SHALL LOCATE AND VERIFY ALL KNOWN &

UNKNOWN UTILITIES WITHIN THE CONSTRUCTION LIMITS. ANY

DAMAGES CAUSED TO ANY UTILITIES BY THE CONTRACTOR,

SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO

THE CONTRACTING OFFICER'S SATISFACTION AT NO

ADDITIONAL TIME OR COST TO THE GOVERNMENT.

6. CONTRACTOR TO MAINTAIN MINIMUM 1% SLOPE IN DRAINAGE

LINES.

7. CONTRACTOR SHALL POWERWASH ALL EQUIPMENT OUTSIDE

THE PARK PRIOR TO TRANSPORTING IT TO THE SITE.

8. CONTRACTOR SHALL USE PARK APPROVED GRASS SEED MIXES

FOR RESTORING ALL DISTURBED AREAS .

9. PLACE THE EXCAVATED TRENCH MATERIAL UPSLOPE OF THE

TRENCH. IF NECESSARY TO PLACE MATERIAL DOWNSLOPE,

INSTALL SILT FENCE DOWN SLOPE PRIOR TO EXCAVATING THE

TRENCH.

10. CONTRACTOR SHALL CONSULT WITH PARK BEFORE DIGGING IN

THIS AREA TO CONFIRM THE PRESENT OF AN ELECTRICAL WIRE.

LIMITS OF CONSTRUCTION

SILT FENCE

TREE PROTECTION

LEGEND

08/27/19

TI

MOTHY JAMES HOGAN

STATE OF TENNESSEE

A G R I C U L T U R E

C O MM E R C E

RE

GISTERED ENGINEER

No . 00 1229 13

C2A

C2A

C2A

1. Set the Stakes

2. Excavate a 4"x4" Trench Upslope

Along the Line of Stakes

3. Staple Filter Material to Stakes and Extend It

Into the Trench

4. Backfill and Compact the Excavated Soil

C2A

C2A

SHEET FLOW INSTALLATION

(PERSPECTIVE VIEW)

A3.3A

CORRIDOR

UTILITY

CORRIDOR

A6.1A

PLYWOOD DOOR WITH

THREE HINGES AND

LOCK, ON INSIDE

SUMP PUMP #2:

ADD SUMP PUMP TO

EXISTING ELEVATOR PIT

SUMP PIT. (SEE

MECHANICAL FOR MORE

INFORMATION)

SUMP PUMP #1:

PROVIDE CONCRETE SLAB, SUMP

PIT AND PUMP (SEE STRUCTURAL

AND MECHANICAL FOR MORE

INFORMATION).

A3.3A

10.0

9.4

10.0

9.39.5

NOTE:

DISASSEMBLE AND

TEMPORARILY MOVE THE

EXISTING SHELVING SO

THE EXISTING ASBESTOS

TILE AND ADHESIVE/

MASTIC CAN BE

REMOVED. INSTALL NEW

FLOORING AND WALL

BASE AND REASSEMBLE

SHELVING IN ORIGINAL

LOCATIONS.

(UNDER SHELVING,

SEE NOTE)

PIPING, SEE

MECHANICAL

SITE NOTES:

1. INFILL EXISTING EXCAVATION AT EXISTING ADDITION

CONCRETE WALLS AND FOOTINGS WITH STOCK PILE

SOIL ON SITE. SEE CIVIL, SHEE C1A.

2. THE LOCATION/ORIGIN OF ANY ADDITIONAL

FILL/SOIL THAT IS NEEDED TO BE BROUGHT INTO

THE PARK MUST BE APPROVED BY NPS BEFORE

SUCH SOIL IS REMOVED AND DELIVERED TO THE

SITE. THE NPS MAY SEND AN INSPECTOR TO

CERTIFY THAT THE SOIL DOES NOT CONTAIN

CULTURAL ARTIFACTS TO PREVENT ADDING NEW

ARTIFACTS TO THE SITE.

3. ANY FILL/SOIL THAT IS BROUGHT ON SITE SHALL

BE CLEAN SOIL THAT IS FREE OF INVASIVE

WEEDS/GRASSES.

PROVIDE NEW CONCRETE

SLAB. SEE STRUCTURAL

FOR MORE INFORMATION.

3.0

EXISTING FOUNDATION

DRAIN, VIF.

FOUNDATION DRAIN,

SEE CIVIL

PLAN

EXT. PT PLYWOOD

SHEATHING

(1/2")

LG STUD

(3 5/8")

M A X

PAINTED

3 5/8"

NOTE: PROVIDE SEALANT AT

ALL JOINTS ADJACENT TO

EXISTING CONSTRUCTION

EXT. PT PLYWOOD

SHEATHING

(1/2")

SELF-ADHERING

MEMBRANE

WATERPROOFING

12 12

SCALE OF INCHES

6 0

4 0 4 8

SCALE OF FEET

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

SCALE B

:4 :3

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

BASEMENT LEVEL PLAN

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

A1.1A

LED

CZF

BDE

08/27/2019

SCALE AA1.1A

1 BASEMENT LEVEL - EXISTING

SCALE BA1.1A

2 WALL TYPES

3.0 INFILL EXISTING OPENING WITH

CONCRETE. SEE STRUCTURAL

FOR MORE INFORMATION.

9.3 INSTALL NEW RESILIENT FLOORING

AND VAPOR BARRIER

10.0 REINSTALL SALVAGED SHELVING

FOLLOWING COMPLETION OF NEW

FLOORING

DEMOLITION NOTES

CONSTRUCTION NOTES

9.4 REMOVE EXISTING ASBESTOS TILE

10.0 REMOVE AND SALVAGE EXISTING

SHELVING AND ROLLING TRACK

SYSTEM.

THEATER

EXHIBIT

9.3

9.3

9.5

9.5

9.46.1

CUT CARPET OUT AROUND EDGES OF

EXISTING EXHIBIT CASES. CARPET

BELOW EXHIBITS TO REMAIN.

8 0 8 16

SCALE OF FEET

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :3

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

ENTRY/EXHIBIT LEVEL

PLAN

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

A1.2A Designer

Author

Checker

08/27/2019

SCALE AA1.2A

1 ENTRY LEVEL - EXISTING

DEMOLITION NOTES

9.3 REMOVE EXISTING CARPET

9.4 REMOVE EXISTING ASBESTOS TILE

9.5 REMOVE EXISTING ASBESTOS

ADHESIVE/MASTIC

6.1 REMOVE PLYWOOD SUBFLOOR

A3.2A

A3.1A

A3.2A

+/- 25'-5"

7.0

+/- 18'-6"

+/- 1'-5"

+/- 9'-9"

+/- 2'-4"

7.0

+/- 3'-11"

7.0

WALL BELOW

7.0

"7.0

7.1 SEE 2/A3.2A

7.1

7.1 SEE 1/A3.2A

7.1 SEE 1/A3.1A

ROOF

ROOF

ROOF

ROOF

ROOF

A6.1A

A6.1A

A3.3A

A6.1A

A6.1A

7.0

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

A6.1A

SIM

EXISTING ROOF

DRAIN, TYP

EXISTING

FLOOR DRAIN

EXISTING

FLOOR DRAIN

DNDN

A3.3A

7.2

7.2

7.2

7.2

7.2

7.2 7.2

7.2

7.2

7.2 7.2

7.2

+/- 3'-3"

4 0 4 8

SCALE OF FEET

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :3

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

ROOF PLAN

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

A1.3A

LED

CZF

BDE

08/27/2019

SCALE AA1.3A

1 ROOF PLAN - STABILIZATION

7.0 WELD A NEW OVERLAPING SHEET

OF TPO. TPO SHEET TO OVERLAP

EXISTING WALL 5" MINIMUM FOR

TERMINATION BAR ATTACHMENT.

7.1 CONTRACTOR TO VERIFY THAT

EXISTING TPO OVERLAPS WALL A

MINIMUM OF 5". IF 5" DOES NOT

OCCUR, SEE NOTE 7.0.

7.2 PROVIDE CONTINUOS TERMINATION

BAR. SEE DETAIL 1/A6.1A FOR

MORE INFORMATION.

CONSTRUCTION NOTES

ENTRY LEVEL

564.93'

UPPER LEVEL

573.81'

EXHIBIT LEVEL

561.89'

EX. TOP OF CHANNEL

581.76'

ROOF

578.51'

7.17.0

+/- 3'-10 3/4" +/- 16' - 0"

ENTRY LEVEL

564.93'

UPPER LEVEL

573.81'

EX. TOP OF CHANNEL

581.76'

ROOF

578.51'

7.0

+/- 25'-5"

EXISTING DOOR WITH PLYWOOD

INFILL PANEL, TO REMAIN

4 0 4 8

SCALE OF FEET

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :4

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

EXISTING ELEVATIONS

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

A3.1A

LED

CZF

BDE

08/27/2019

SCALE AA3.1A

1 EXISTING - WEST ELEVATION

SCALE AA3.1A

2 EXISTING - FRONT ELEVATION (NORTH)

CONSTRUCTION NOTES

7.0 WELD A NEW OVERLAPING SHEET

OF TPO. TPO SHEET TO OVERLAP

EXISTING WALL 5" MINIMUM FOR

TERMINATION BAR ATTACHMENT.

7.1 CONTRACTOR TO VERIFY THAT

EXISTING TPO OVERLAPS WALL A

MINIMUM OF 5". IF 5" DOES NOT

OCCUR, SEE NOTE 7.0.

UPPER LEVEL

573.81'

EXHIBIT LEVEL

561.89'

BASEMENT LEVEL

555.00'

EX. TOP OF CHANNEL

581.76'

ROOF

578.51'

+/- 18'-6"

+/- 1'-5"

+/- 9'-9"

+/- 2'-4"

7.07.0

+/- 3'-11"

7.0 7.17.1

7.0

+/- 5' - 0"

ENTRY LEVEL

564.93'

UPPER LEVEL

573.81'

EXHIBIT LEVEL

561.89'

EX. TOP OF CHANNEL

581.76'

ROOF

578.51'

7.0

" 7.1

+/- 6' - 6"

7.1

1 1

+/- 20'-4"

4 0 4 8

SCALE OF FEET

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :4

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

EXISTING ELEVATIONS

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

A3.2A

LED

CZF

BDE

08/27/2019

SCALE AA3.2A

2 EXISTING - REAR ELEVATION (SOUTH)

SCALE AA3.2A

1 EXISTING - EAST ELEVATION

CONSTRUCTION NOTES

7.0 WELD A NEW OVERLAPING SHEET

OF TPO. TPO SHEET TO OVERLAP

EXISTING WALL 5" MINIMUM FOR

TERMINATION BAR ATTACHMENT.

7.1 CONTRACTOR TO VERIFY THAT

EXISTING TPO OVERLAPS WALL A

MINIMUM OF 5". IF 5" DOES NOT

OCCUR, SEE NOTE 7.0.

UPPER LEVEL

573.81'

EXHIBIT LEVEL

561.89'

EX. TOP OF CHANNEL

581.76'

ROOF

578.51'

1 1

PLYWOOD DOOR

SEE 5/A6.1A

BLOCKING, INSIDE

SEE 5/A6.1A

7.0

BASEMENT LEVEL

555.00'

NEW CONCRETE SLAB,

SEE STRUCTURAL

EXISTING

SUMP PIT

SUMP PUMP #2.

SEE MECHANICAL

EXISTING

FOUNDATION DRAIN

UNDERSLAB VAPOR

BARRIER

UNDERSLAB VAPOR

BARRIER

PROPOSED FOUNDATION

DRAIN, SEE CIVIL

1 3

SCALE OF FEET

0 1 2

4 0 4 8

SCALE OF FEET

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

SCALE B

:4 :4

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

EXISTING ELEVATION AND

SECTION

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

A3.3A

LED

CZF

BDE

08/27/2019

SCALE AA3.3A

1 EXISTING - EAST ELEVATION1

SCALE BA3.3A

2 SECTION DETAIL - ELEVATOR PIT

CONSTRUCTION NOTES

7.0 WELD A NEW OVERLAPING SHEET

OF TPO. TPO SHEET TO OVERLAP

EXISTING WALL 5" MINIMUM FOR

TERMINATION BAR ATTACHMENT.

EX. TOP OF CHANNEL

581.76'

ROOF

578.51'

TERMINATION BAR

EXISTING STEEL

CHANNEL

EXISTING WOOD

BLOCKING

EXISTING WALL

EXISTING TPO

MEMBRANE

2"

WELD SPLICE

NEW TPO

MEMBRANE

WATER CUT-OFF

MASTIC, BELOW

TERMINATION BAR

6" MIN

SEALANT

EX. TOP OF CHANNEL

581.76'

ROOF

578.51'

S E E

N O T E

M

IN

EXISTING TPO

MEMBRANE

TERMINATION BAR

EXISTING STEEL

CHANNEL

EXISTING WOOD

BLOCKING

EXISTING WALL

WATER CUT-OFF

MASTIC, BELOW

TERMINATION BAR

SEALANT

NOTE: IF EXISTING TPO OVERLAP IS LESS THAN 5",

PROVIDE NEW TPO SHEET AND DETAIL 2/A6.1A

UPPER LEVEL

573.81'

S E E

N O T E

M

IN

TERMINATION BAR

EXISTING STEEL

CHANNEL

EXISTING WOOD

BLOCKING

EXISTING WALL

EXISTING TPO

MEMBRANE

WATER CUT-OFF

MASTIC, BELOW

TERMINATION BAR

EXISTING ROOF

ASSEMBLY

SEALANT

NOTE: IF EXISTING TPO OVERLAP IS LESS THAN 5",

PROVIDE NEW TPO SHEET AND DETAIL 4/A6.1A

UPPER LEVEL

573.81'5

TERMINATION BAR

EXISTING STEEL

CHANNEL

EXISTING WOOD

BLOCKING

EXISTING WALL

EXISTING TPO

MEMBRANE

WATER CUT-OFF

MASTIC, BELOW

TERMINATION BAR

EXISTING ROOF

ASSEMBLY

NEW TPO MEMBRANE

SEALANT

LG STUD

(3 5/8")

EXT. PT PLYWOOD

SHEATHING

(1/2")

EXISTING

STRUCTURE

EXISTING WALL

EXISTING

STRUCTURE

PAINTED PLYWOOD DOOR WITH

THREE HINGES AND LOCK,

ON INSIDE

SEALANT

SEALANT

SEALANT

SEALANT

V

IF

PT WOOD BLOCKING

A L

IG

N

EXT. PT PLYWOOD

SHEATHING

(1/2")

EXT. PT PLYWOOD

SHEATHING

(1/2")

SELF-ADHERING

MEMBRANE

WATERPROOFING

12 12

SCALE OF INCHES

6 0

A/E FIRM - P14PC00056

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHB INC.

WILLIAMSBURG, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :4

A M

C A u to d e s k L o c a l F il e s F O D O C D ld u ra n d g w w o in c .c o m .r v t

DETAILS

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

A6.1A

LED

CZF

BDE

08/27/2019

SCALE AA6.1A

2 DETAIL - SECTION

SCALE AA6.1A

1 DETAIL - SECTION

SCALE AA6.1A

3 DETAIL - SECTION

SCALE AA6.1A

4 DETAIL - SECTION

SCALE AA6.1A

5 DETAIL - PLAN

VISITOR

CENTER

SEE CIVIL

DRAWINGS FOR

CONTINUATION

6" SW

PROVIDED

BY CIVIL

AREAWAY

DRAIN

EX 4"

SAN

EX 4"

SAN

2" SW

EX SW

EX SW

EX SW

EX SW

EX SW

EX SW

16 0 16 32

SCALE OF FEET

A/E FIRM - XXXXXX

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHC INC.

TYSONS, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:5 :4

A M

C R e vi t P ro je c ts

N R

M E C H

C e n tr a l (2 H A T e a m h e n ry a d a m s .c o m .r v t

SITE PLAN -

MECHANICAL

STABILIZATION PACKAGE

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

M0.2A Designer

Author

Checker

08/27/2019

SCALE AM0.2A

1 SITE PLAN - MECHANICAL STABILIZATION PACKAGE

SWAMP

COOLER-1

VENTILATION

FAN-1

EX SUMP PIT

SWAMP

COOLER-2

SWAMP

COOLER-3

VENTILATION

FAN-2

VENTILATION

FAN-3 2

3/4" D UP

ALONG STAIRS

TO ENTRY

LEVEL. SEE

M1.2A FOR

CONTINUATION.

SUMP PIT

3/4" FLEXIBLE

TUBE TYPICAL,

SLOPED TO

SUMP PIT

PUMP-1

INV EL 556.0'. DIRECTLY

ABOVE FOUNDATION

DRAIN. SEE M0.2A FOR

CONTINUATION

3/4" D UP THRU EXISTING

SLAB PENETRATION TO

ENTRY LEVEL

PUMP-2

EX BFP

EX INCOMING

WATER SERVICE

2" PD

2" PD

D

D

D

D

D

D

D

D

4 0 4 8

SCALE OF FEET

A/E FIRM - XXXXXX

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHC INC.

TYSONS, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:5 :4

A M

C R e vi t P ro je c ts

N R

M E C H

C e n tr a l (2 H A T e a m h e n ry a d a m s .c o m .r v t

BASEMENT LEVEL -

MECHANICAL

STABILIZATION PACKAGE

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

M1.1A

JWB

JWB

SRH

08/27/2019

SCALE AM1.1A

1 BASEMENT LEVEL - MECHANICAL STABILIZATION

MINIMUM 25 GALLONS PER DAY. MOUNT ON

FLOOR. STANDARD 20 AMP PLUG AND CORD.

BUILT IN CONDENSATE PUMP. 1 YEAR

INSTALLATION/WORKMANSHIP WARRANTY.

MINIMUM 3,000 CUBIC FEET PER MINUTE.

MOUNT ON FLOOR. STANDARD 20 AMP PLUG

AND CORD. 1 YEAR INSTALLATION/WORKMANSHIP

WARRANTY.

CONTRACTOR SHALL PROVIDE NEW SHUTOFF

VALVE ON BUILDING SIDE OF BFP FOR USE

DURING CONSTRUCTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR KEEPING NEW/EXISTING

WATER SERVICE OPERATING TO PROVIDE WATER

DURING CONSTRUCTION.

SPECIAL NOTES:

(APPLICABLE TO THIS DRAWING ONLY)

PUMPS - STABILIZATION PACKAGE

UNIT NO LOCATION SERVICE TYPE GPM

TOTAL

FPD HP BASIS OF DESIGN NOTES

PUMP-1 FIRE PUMP ROOM SUMP PIT P 12.5 20 1/3 FEDERAL PUMP SERIES B - PLUG IN

PUMP-2 ELEVATOR PIT ELEVATOR M 12.6 20 1/3 FEDERAL PUMP SERIES B - PLUG IN

PROVIDE SEALED BASIN COVER WITH VENT FOR RADON SUCTION CONNECTION. GAS TIGHT COVER.1

NOTES FOR PUMPS

VENTILATION

FAN-4

VENTILATION

FAN-5

VENTILATION

FAN-6

SWAMP

COOLER-6

SWAMP

COOLER-5

SWAMP

COOLER-4

D

3/4" D DN ALONG

STAIRS TO BASEMENT.

SEE M1.1A FOR

CONTINUATION.

3/4" FLEXIBLE

TUBE TYPICAL,

SLOPED TO

EXISTING SLAB

PENETRATION

3/4" D DN THRU

EXISTING SLAB

PENETRATION TO

BASEMENT

D

D D

D

SLOPE

TOWARDS

STAIR

4 0 4 8

SCALE OF FEET

A/E FIRM - XXXXXX

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHC INC.

TYSONS, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:5 :4

A M

C R e vi t P ro je c ts

N R

M E C H

C e n tr a l (2 H A T e a m h e n ry a d a m s .c o m .r v t

ENTRY LEVEL -

MECHANICAL

STABILIZATION PACKAGE

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

M1.2A

JWB

JWB

SRH

08/27/2019

SCALE AM1.2A

1 ENTRY LEVEL - MECHANICAL STABILIZATION

MINIMUM 25 GALLONS PER DAY. MOUNT ON

FLOOR. STANDARD 20 AMP PLUG AND CORD.

BUILT IN CONDENSATE PUMP. 1 YEAR

INSTALLATION/WORKMANSHIP WARRANTY.

MINIMUM 3,000 CUBIC FEET PER MINUTE.

MOUNTED ON FLOOR. STANDARD 20 AMP PLUG

AND CORD. 1 YEAR INSTALLATION/WORKMANSHIP

WARRANTY.

SPECIAL NOTES:

(APPLICABLE TO THIS DRAWING ONLY)

CORRIDOR

UTILITY

CORRIDOR

EX PANEL SE

8 0 8 16

SCALE OF FEET

A/E FIRM - XXXXXX

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHC INC.

TYSONS, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:0 :4

A M

C R e v it

P ro je c ts

N R

E L E C

C e n tr a l (2 w in e m il le r.

rv t

BASEMENT LEVEL -

ELECTRICAL

STABILIZATION

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

E1.1A

JLW

JLW

JST

08/27/2019

DRAWING NOTES:

(APPLICABLE TO THIS DRAWING ONLY)

UNLESS OTHERWISE NOTED, ELECTRICAL

ITEMS SHOWN HEAVY SOLID ( )

SHALL BE NEW, ELECTRICAL ITEMS SHOWN

HEAVY DASHED ( ) SHALL BE

REMOVED, AND ELECTRICAL ITEMS SHOWN

LIGHT SOLID ( ) SHALL BE EXISTING

TO REMAIN.

D.1

INFORMATION SHOWN ON THIS DRAWING

PERTAINING TO EXISTING CONDITIONS HAS

BEEN OBTAINED FROM AVAILABLE BUILDING

DRAWINGS OR GENERAL FIELD

OBSERVATIONS AND MAY NOT INDICATE

ACTUAL EXISTING CONDITIONS IN DETAIL OR

DIMENSION. THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE

ACTUAL EXISTING CONDITIONS PRIOR TO

FABRICATION OR PERFORMANCE OF ANY

WORK. SHOULD CONDITIONS BE DISCOVERED

THAT PREVENT EXECUTION OF THE WORK

AS INDICATED, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER IN WRITING AND AWAIT DIRECTION

BEFORE PROCEEDING WITH THE WORK.

D.2

EXISTING DUPLEX RECEPTACLE FOR SWAMP

COOLER AND ASSOCIATED VENTILATION FAN.

NEW DUPLEX RECEPTACLE FOR SWAMP COOLER

AND ASSOCIATED VENTILATION FAN. PROVIDE

MC CABLE FROM EXISTING 1P-20A CIRCUIT

BREAKER IN PANEL SE.

SPECIAL NOTES:

(APPLICABLE TO THIS DRAWING ONLY)

SCALE AE1.1A

1 BASEMENT LEVEL - ELECTRICAL STABILIZATION

CL

8 0 8 16

SCALE OF FEET

A/E FIRM - XXXXXX

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS LLC

BALTIMORE, MD

CIVIL:

VHC INC.

TYSONS, VA

ELECTRICAL:

HENRY ADAMS LLC

BALTIMORE, MD

STRUCTURAL:

FAISANT ASSOC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:0 :4

A M

C R e v it

P ro je c ts

N R

E L E C

C e n tr a l (2 w in e m il le r.

rv t

ENTRY LEVEL -

ELECTRICAL

STABILIZATION

FORT DONELSON NATIONAL BATTLEFIELD

80,026

199916

E1.2A

JLW

JLW

JST

08/27/2019

DRAWING NOTES:

(APPLICABLE TO THIS DRAWING ONLY)

UNLESS OTHERWISE NOTED, ELECTRICAL

ITEMS SHOWN HEAVY SOLID ( )

SHALL BE NEW, ELECTRICAL ITEMS SHOWN

HEAVY DASHED ( ) SHALL BE

REMOVED, AND ELECTRICAL ITEMS SHOWN

LIGHT SOLID ( ) SHALL BE EXISTING

TO REMAIN.

D.1

INFORMATION SHOWN ON THIS DRAWING

PERTAINING TO EXISTING CONDITIONS HAS

BEEN OBTAINED FROM AVAILABLE BUILDING

DRAWINGS OR GENERAL FIELD

OBSERVATIONS AND MAY NOT INDICATE

ACTUAL EXISTING CONDITIONS IN DETAIL OR

DIMENSION. THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING THE

ACTUAL EXISTING CONDITIONS PRIOR TO

FABRICATION OR PERFORMANCE OF ANY

WORK. SHOULD CONDITIONS BE DISCOVERED

THAT PREVENT EXECUTION OF THE WORK

AS INDICATED, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER IN WRITING AND AWAIT DIRECTION

BEFORE PROCEEDING WITH THE WORK.

D.2

SPECIAL NOTES:

(APPLICABLE TO THIS DRAWING ONLY)

SCALE AE1.2A

1 ENTRY LEVEL - ELECTRICAL STABILIZATION

EXISTING DUPLEX RECEPTACLE FOR SWAMP

COOLER AND ASSOCIATED VENTILATION FAN. IF

INACTIVE, TRACE CIRCUIT TO PANEL SE.

CONFIRM NO OTHER LOADS ARE ON CIRCUIT

AND RE-USE FOR STABILIZATION EQUIPMENT.

IF CIRCUIT IS NOT DEDICATED, PROVIDE NEW

DUPLEX RECEPTACLE ADJACENT TO LOCATION

AND PROVIDE MC CABLE FROM EXISTING

1P-20A CIRCUIT BREAKER IN PANEL SE.

NEW DUPLEX RECEPTACLE FOR SWAMP COOLER

AND ASSOCIATED VENTILATION FAN. PROVIDE

MC CABLE FROM EXISTING 1P-20A CIRCUIT

BREAKER IN PANEL SE.